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Home My WebLink About018-1020-30-000 LOT 05r Nvisconsin SOIL EVA UATION REPORT #1675 Department of Commerce in accordance with Comm 85 Wis. Adm. Code Page 1 of 3 D i n f S f t and Buildin s Steel's Soil Service, Inc. Ili o a e y g Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must County St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and ---- percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. Off P din Please print all information. - Reviewe y Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). 7 Property Owner Property Location Bast, Kernon Govt. Lot na SE1/41 N 1/ /,S10, T29N, R17V/ Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 948 Labarge Rd. 5 na Girard Creek Preserve City State Zip Code Phone Number City Village ® Town Nearest Road Hudson WI 54016 715-386-7775 Hammond Cty Rd T 145 Z New Construction Use: ® Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD [:] Replacement D Public or commercial - Describe: na Parent material Till Plains of end moraines and ground moraines. Flood plain elevation, if applicable na-_ ft. General comments Mound or At Grade Design. Sytem elevation 101.80ft based on contour line elevation 100.80ft. and recommendations: - - 4�5 L6 M () 0, ("o C�;, 1 Boring # F-1 �/ . Ground surface elev. 98.20 ft. Depth to limiting factor 44 1n. Isoil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary I i Roots GPD/ft2 *Eff#1 *Eff#2 1 - 2 3 4 0-23 . - - - 23 36 36-44 44-60 10yr3/1 10yr4/4 7.5yr4/4 7.5yr4/4 none j - -- - none none c2d 7.5yr5/6 sil 2msbk ! mfr cs if .6 .8 .6 i scl 2msbk mfr 2msbk mfr om mfr cs lvf .4 scl gw na na na .4 .6 sl .2 .6 I ) 1 Rnrir,r,, 4 1-1 Ground surface elev. 98.20 ft. Depth to limiting factor 60 `-` in. ® p 9 Soil Application Rate Horizon Depth in. Dominant Color Redox Description Texture Munsell Qu. Sz. Cont. Color Structure Gr. Sz. Sh. Consistent Boundary Roots GPD/ft2 - *Eff#1 *Eff#2 1 2 3 0-31 10yr3/1 none ! sl 10yr4/4 none scl 7.5yr4/4 none sl Horizon 2msbk 2msbk om # 3 is wet. mfr cs 1f .6 .8 .6 .6 31-48 48-60 mfr cs na .4 mfr na na .2 * Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) /Signature: CST Number David J. Steel �_-. 248956 Address Steel's Soil Service, Iric. Date Evaluation Conducted Telephone Number 994 200th St. Baldwin, WI 54002 5/2/2005 715-760-0347 SBD-8330 (R.07/00) Pr%perty Owner Bast, Kernon Parcel ID # Pending ' 3 Boring # 1-1 Ground surface elev. 101.10 ft. Depth to limiting factor 96 in. Page 2 of 3 Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ft2 *Eff#1 *Eff#2 1 0-28 10yr3/1 none sl 2msbk mfr cs if .6 .8 2 28-96 7.5yr4/4 none Is osg mvfr na na .7 1.6 Horizon # 3 is wet. Boring # h limiting factor (-1 Ground surface elev. ft. Dept t• , in. ISoil ApDlication Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ft2 *Eff#1 *Eff#2 Boring # Depth to limiting factor I— Ground surface elev. ft. ' in. ISoil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ft2 *Eff#1 *Eff#2 * Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 <150 mg/L * Effluent #2 = BODS < 30 mg/L and TSS <30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. SBD-8330 (R.07/00) Steel's Soil Service, Inc. 3of3 STEEL'S SOIL SERVICE INC. N David J. Steel Kernon Bast 994 200th St. CST-POWTSM SE1/4,NW1/4,S10,T29N,R17W Baldwin, WI 54002 Lie. #248956 Town of Baldwin, St. Croix Co. Direct 715-760-0347 Lot, 5 Fax 715-684-3449 This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. The location of this test may or may not be as shown, as permanent lot lines were not established at the time the soil test was conducted. Legend III = 40' ♦ = Benchmark Ele. 100.00 ft Top of 3/4" pvc pipe • = Alt Benchmark Ele. 99.90 ft ❑ Top of 3/4" pvc pipe = Borings Boring Elevations J A x 7488 L4 X 1076.4 P AIR VVR; 14 1 WF 1 `� j ```' A 1075.1 076.3 x 107X.7 1076.8 1077,i2 x X, Sk Iv .0 �717